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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance VILLAGE KUMRADI MANGLOUR ROORKEE HARIDWAR 247656 | HARIDWAR | UTTARAKHAND | 247656 | ₹1.4 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S S CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|
| 1.00 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (MORD 4-8-3-A) | 118.13 | cum | 2,200 ₹2,59,886 Lowest |
| 2.00 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (MORD 5-2-1) | 41,300 | Sqm | 11 ₹4,54,300 Lowest |
| 3.00 | Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) (MORD 5-3) | 140 | cum | 10,000 ₹14,00,000 Lowest |
| 4.00 | Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects for Grading II - 10mm using VG - 10 bitumen (Misc-3-5-2) | 1,058.75 | cum | 11,400 ₹1,20,69,750 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
3 May 2021, 3:00 pmClosed
Superintending Engineer, 8th circle PWD, Tehri
Office of the 8th Circle, PWD, New Tehri
Renewal work by S.D.B.C. in assembly Constituency Ghansali on Ghansali Koti Akhodi Hulanakhal Mulgarh Motor Road
2021_pwd_32344_1
2204/08cash-tender-8/2021 Dated 16-04-2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Ghansali (Tehri Garhwal)
As per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
EE TD PWD Ghansali
₹3.1 L
8th Circle, PWD, New Tehri
1 Jun 2021
20 Apr 2021
3 May 2021
20 Apr 2021
3 May 2021
20 Apr 2021
24 Apr 2021
Amount
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (MORD 4-8-3-A)
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (MORD 5-2-1)
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) (MORD 5-3)
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects for Grading II - 10mm using VG - 10 bitumen (Misc-3-5-2)
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